Loading...
HomeMy WebLinkAbout07030148 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # llfiL Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:142 PARCEL ID ........: ZSTP142 DATE ISSUED.......: 03/29/2007 RECEIPT #.........: 24623 REFERENCE ID # .... 07030148 SITE ADDRESS ...... 3443 BURLINGAME BLVD SUBDIVISION ......: STANFORD PARK CITY .............: WESTFIELD IMPACT AREA ......: OWNER. ...........: RYLAND HOMES ADDRESS ..........: 9025 N. RIVER RD. CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: CONTRACTOR .......: COMPANy.......... : ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... RH OF INDIANA, LP LIC # RYLAHOM RYLAND HOMES 9025 N RIVER RD #100 INDIANAPOLIS, IN 46240 (317) 846-4200 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW'BAL ---------- ------------- ---------- ---------- ~--------- ---------- ---------- IRESELEMTR FLAT RATE 1. 00 55.50 0.00 55.50 0.00 IRESFINAL FLAT RATE 1. 00 55.50 0.00 55.50 0.00 IRESFTSLB FLAT RATE 1. 00 55.50 0.00 55.50 0.00 IRESFTSLB+ FLAT RATE 1. 00 55.50 0.00 55.50 ' 0.00 IRESROUGH FLAT RATE 1. 00 55.50 0.00 55.50 0.00 PRIF FLAT RATE 1. 00 1261.00 0.00 1261.00 ,0.00 RESC/O FLAT RATE 1. 00 53.50 0.00 53.50 0.00 RESSINGLE SQUARE FEET 4,186.00 807.60 0.00 807.60 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2399.60 0.00 2399.60 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2399.60 12878 --~--------- ------------ 2399.60 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential New Structures, Additions, Remodels, & Accessory Buildings Permit #: 0703014~ Date: 03/29/2007 r PARCEL ID #: ZSTP142 LOT & SUBDIVISION: 142 STANFORD PARK ADDRESS OF CONSTRUCTION: 3443 BURLINGAME BLVD Township?: 18 Zoning: R2/ROSO PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178464200 Fax #: 3178464224 Street Address: 9025 N. RIVER RD. INDIANAPOLIS, IN 46240 WESTFIELD, IN 46074 Flood Zone: N Lot Split: N CONTRACTOR INFORMATION: Name: RYLAND HOMES Ph. #: (317) 846-4200 Fax #: Street Address: 9025 N RIVER RD #100 Plumber's Name: EARL GRAY (& SONS) Codes for Project: IRC (317) 846-4224 Email: MENGLAND@RYLAND.COM INDIANAPOLIS, IN 46240 PERMIT TYPE: RESSINGLE RESIDENTIAL SINGLE FAMILY DWEL Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y Porch: Y Square Footage: 4186 Model Home: County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $230000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT#142 STANFORD PARK, SINGLE FAMILY HOME . NO NOTES' This permit is valid only if construction commences within one (I) year of the date of issuance of the State Commercial Design Release. All constru"ction must be completed (ClO issued) within two (2) years ofrhe issuance date. I, the undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of land or structures requested by this application will comply with, and conform to, all applicable laws of the State of Indiana, and the "Zoning Ordinance of Carmel Indiana -1993" (Z-289) and amendments, adopted under authority of I.e. 36-7 et seq, Genera! Assembly of the State of Indiana, and all Acts amendatory thereto. ] further certify that only kitchen, bath, and floor drains are connected to the sanitary sewer. I further certify that the construction will not be used or occupied until a CertHicate of Occupancy has been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: TONJA FEES: RES ELECTRICAUMETERB. RES FINAL 55.50 RES FOOTING & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REC. IMPACT FEE RESIDENTIAL C/O SINGLE FAMILY DWELLING GROCE 55.50 55.50 55.50 55.50 1261.00 53.50 807.60 Item 1 of CITY OF CARMEL PERMIT RECEIPT 1 OPERATOR: COPY # plux ' 1~ Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:142 PARCEL ID .... ....: ZSTP142 DATE ISSUED.......: 03/21/2007 RECEIPT #.. . . . . . . .: 24557 REFERENCE ID # ...: 07030147 SITE ADDRESS...... 3443 BURLINGAME BLVD SUBDIVISION ......: STANFORD PARK CITY .............: WESTFIELD IMPACT AREA ......: OWNER......... ...: RYLAND HOMES ADDRESS. . . . . . . . . .: 9025 N. RIVER RD. CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: CONTRACTOR....... : COMPANy.... ......: ADDRESS.......... : CITY/STATE/ZIP ...: TELEPHONE... ...... RH OF INDIANA LP LIC # XA-ISUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 1. 00 0.00 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW:BAL 0.00 USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1310.00 AMOUNT 1310.00 NUMBER 0.00 CHECK TOTAL RECEIPT : 1310.00 12810 ------------ ------------ 1310.00 1310.00 1310.00 0.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07030147 Date: 03/21/2007 PARCEL 10 #: ZSTP142 LOT & SUBDIVISION: 142 STANFORD PARK ADDRESS OF CONSTRUCTION: 3443 BURLINGAME BLVD WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RH OF INDIANA LP CHECK#: 12810 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Street Address: 3143 ROSEWAY DR Bond Expiration: Email: INDIANAPOLIS, IN 46226 PERMIT TYPE: USEWRWATR SEWERlWATER PERMIT Special Notes/Conditions: LOT 142 STANFORD PARK, SEWERJWATER . NO NOTES' I I I I The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, mcetin~ ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations s~all be in strict compliance with pertinent City of Cannel ordinances. Back Water check valves shall be installed in accordance with City Code Se~tion 9-122(a), and sections P3008.l and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "ooen trench" insoected and aODroved bv the Carmel Sewer DeDartment before any backfilline: is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. I Sewer insoections should be requested at (317) 571-2648 one to four hours in advance. ' No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance.IAlI plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. Ifany street mll...t he CI1L a ...erlurate street cut l1ennit shall he ohtaincrl. I I APPLICANT NAME: TONJA GROCE of=> CVYrl ~ PAYMENT RECEIVED BY: FEES: $1,310.00 Regional Waste District SF Residential 688572007 SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lift Station 23 126th Street Station Treatment Plant MIX Subdivision Stanford Park Builder Ryland Homes 2A Lot Number 142 Address Number 3443 Street Burlingame Blvd City Westfield Zip Code 46074 County Hamilton Interceptor Fee-- EDU Fee Application Fee Fees Due Invoice Number - -I Parcel Acreage Employees Square Footage $1,650.00 $100.00 $1,750.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste District (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during "open trench" phase and before backfilling with stone to twelve inches above the pipe. NO footing or foundation drains, or other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer system. The District will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterals which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) w(1I be responsible for damages to the District's sewer system. This includes damages to manholes, castings, manhole lids and the like; caused by construction activity on the building site which is the subject of this permit. I Inspections by the District are MANDATORY and shall be arranged by contacting the District's office at 844-9200 24 hours in advance. All new construction will be placed on billing six months after connection has been made 01' when water IS connected, whichever comes first. . Up SFP-740 SFPl-73S Down I Thebuilding has a: Grease Trap No Slab Foundation No Lid Elevation 915.63 ft 915.79 ft I Grit Interceptor No Crawl Space No First Floor Elevation 917.70 ft 917.70 ft Grinder Station No Basement Yes Basement Elevation 908.70 ft 908.70 ft Calculation is based ~n both Manhole Lid Elevations and the elevation of the First Floor L--.~~2:07'r-~---1~9i1 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump ~ Installed . The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been mad~. Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. j Conditional Permit Terms: I Plans Submitted No Two sets of plans showing at least one sanitary manhole and top of casting elevation No Connection No NO CONNECTION to the sewer until further notification. I Certificate of Insurance No Certificate of Insurance must be on file with CTRWD listed as certificate holder. I 48 hours notice before work starts on manhole core drilling or. cuts of active lines All Dislricl fees will be paid in full. Builder I Owner Signature Inspection Notice No Fees Paid No Plan Review No Other Permits No No Occupancy No Fats, Oils & Grease No Manhole Core Approval pending Districts review of plans. Copies of approved permits from appropriate county or city agencies No occupancy until further notification Fats, Oils and Grease Facilities will abide by District st~ndards Printed Name Permit Date 3/20/2007 t , lrector of Administration & Customer Service Revised 2/28/07 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. ~~. Schleider The Schneid13r Corporation 8901 Otis Avenue Hidorlc Forl Harrison In-tlanapollil, Indiana 46216-1037 317-826-7100 317-828-7200 FAX Enoin...-lng Suneyln& Landscape ArclUteeture GIS -US G<oIOV This Plot Plon Prepared for. R.H. of Indiana Lot # 142 , containing 7,800 S.F.:t', in Stanford Park Section I 2A INSlR. I 200600014565 , PC 4, Slide 42 'Clay Twp, HamDton County ,Sec 29, TI8N, R3E ,3443 Burlingame Boulevord (50'R/W) ~A Germel. IN 46074 Prepared Date: 03/14/07: By: AMA Proposed Buyer(s): 5ontosh-Pandey Plot Plan legend []QM] Praposed Grades 000.0 Existing Grades __ 000.0-- Contour Grade * Approx. Lateral Location - . - Sanitary Sewer Lines -If - Storm Sewer Lines - IJ - Woter Service lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Stonn) . Beehive Inlet (Storm) iIIlI Curb Inlet (Storm) o End Section (Stonn) .... Fire Hydrant - 0 0 0 - 0 0 0 - Flow line of awele Building Line (BL / BSL) -- - - - - - - Easement line Community Restrictions: Side Yard =3' min. Rear Yard -= N/^ Aggregate = 6 (S.H.) Note: Sanitary Sewer Top of Costing Information Upstream Manhole, TC= 915.80 Downstream Manhole, TC=915.79 per pian. . RH. of Indiana ,Finished Floor Elevation Information :pad Grade = 915.5 per pian ,Pad Grade + 0.7' = Garage FFE (916.2) .' 'G~rage FFE + 1.5' = Residential FFE (917.7) "Residential m - 9.0' = Basement FFE (908.7) I , ., Note : The garage finished floor elevation '.Is 2.0' obove the curb ot the drive, per pion. Note: The contractor is to maintain 0 minimum distance of ten feet (10') between the sonitry sewer and water line laterols. . Ground Cover Calculations: . Drive = 513 SFt "Public Walk =244 SFt Private Walk = 70 SF t Hydraseeding = 2,541 SFt Sod = 343 Syt, from Reor of residence, Optional Sod Package Hydroseeding = 975 SF t Add!. Sod Pkg.= 174 SYt, to Rear easement. ---- - 1C=914.oo PER PLAN BURUNGAME BOULEVARD II C=914.oo PER PLAN APRON ~ 914.6 sm. I 7JS '5' ,G.B.l. TC=91S.79 !2.5 B.l. PER PlAN '0 o o N S' WAlJ( . 914. J6.0' 26.0' 20' D.U.&S. 22.5' B. - -=-r-::.. --j 25:C I 16.0' 8-5.0' o N 20.08 r-> 1l,J.62 I !'5TWOCAR ~I 8_ GARAGE i -I 4.00'1 I I 1 I I soo - 16.0' OIJ.6J' SUUP PUUP BSllNT soo ~ ~ '" l<( HARRISON A FRU&USY RE~OENCE <I{).OO' '" t:. 1914.8 I I ~- '" I '" '" J9.6' 1915.0 I 1 _ _ JU~ _Of'nON~Soo PACKAGE 15' O.E. 65.00' '" '" '" '" 1914.8 I EXISnNG LAKE fJ N.P. ELIV=908.80 100 YR ELIV.=912.74 This drawing is not intended to be presented os a retracement or original boundary survey, o route survey, or 0 Surveyor Location ~9~,",azard Statement: The accuracy of any flood hazard data shown on this report is 5ubjecllo map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rate map. ALL of the within described land DOES NOT LIE within lhat special flood hazard zone A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel. Indiana (maps dated February 19. 2003). SIGNATURE : DATE: SIGNATURE REPRESENTS CONnRUA nON OF RECEIPT OF PLOT PLAN BY CUSHlt.lER. Note: This drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately; failing to do so results in the contractors assumption of all liability. Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet (25'), however a dwelling may be increased in height to thirty-five feet (35') pro~ded the side and rear )'Ords ore increased on additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in height. Lot # 142 D~'an af Ground/ St",m- Vb07 :0070085- Water flow pattern for iodividuallots. 0 ~ =~= o I \ I 1 1\1[1 I~I I I Assumed North Scale: I" = 30' Note: Builder to ensure positive drainage away fram structure(s). Sidewalk to be placed l' from property line, 4' from bock of curb, per plan. ~ TYPICAL SWALE SECTION . I 1 I~ I;;; I Note: The basement elevation, depicted hereon, has been determined and based on the pad grades end/Of contours taken from the construction plans fOf this subdivision. Unless stated, no information ci>out fluctuating water tables, sol conditions, Of IsoJ t)pes has been proYlded Of stated on sold plans.. This lot Is tocated near a body of woter. lot Of soB conditions may require that the basement floor elevation be held 2 foot above normal pool, elevation. Site investigation may be needed If water is encountered during the excavation process :or if other known water elevation or sols conditions are presenl Investigation and any remedial proCedures Is at the discretion of the buRder to determirie ond take appropriate steps of action. If any lJ"oond water is encountered during excavation the buRder Is encouraged to contact The Schneider CorpOfation to discuss possible courses of action. I I I I 1 L Note: Sump pump(s) to be placed by buDder as needed. FLOOD HAZARD 5T A TEMENT CERTlFICA TlON \\\\\\\\\\lIIIIiIiII/"Ii///1, #\~ S L c}/;% ' ~":,.~ .........:.......'r'I0~1 ~ ~...;~,G\S T€"Jf~.....".....a~ ~~....~ No o....;o~ I ( 50303 ) ~ ~ : : .~ % \. STATE OF ..... ~ % ~;;>!IyOI A~~""'~ ff ~-:::t ...S.U.R~\y! ~.:""'~